CN105926971A - Shock absorption type building gap grouting device - Google Patents
Shock absorption type building gap grouting device Download PDFInfo
- Publication number
- CN105926971A CN105926971A CN201610309933.8A CN201610309933A CN105926971A CN 105926971 A CN105926971 A CN 105926971A CN 201610309933 A CN201610309933 A CN 201610309933A CN 105926971 A CN105926971 A CN 105926971A
- Authority
- CN
- China
- Prior art keywords
- shower nozzle
- grouting
- building gap
- slide block
- motion
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000010521 absorption reaction Methods 0.000 title abstract 3
- 230000035939 shock Effects 0.000 title abstract 3
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 20
- 239000012530 fluid Substances 0.000 claims description 9
- 238000013016 damping Methods 0.000 claims description 6
- 239000000945 filler Substances 0.000 claims description 6
- 230000007246 mechanism Effects 0.000 claims description 4
- 239000008267 milk Substances 0.000 claims description 4
- 210000004080 milk Anatomy 0.000 claims description 4
- 235000013336 milk Nutrition 0.000 claims description 4
- 230000000694 effects Effects 0.000 claims description 3
- 238000004891 communication Methods 0.000 claims description 2
- 239000007921 spray Substances 0.000 abstract 4
- 230000004886 head movement Effects 0.000 abstract 1
- 230000010412 perfusion Effects 0.000 description 14
- 230000008719 thickening Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005429 filling process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0203—Arrangements for filling cracks or cavities in building constructions
- E04G23/0211—Arrangements for filling cracks or cavities in building constructions using injection
Abstract
The invention provides a shock absorption type building gap grouting device. The shock absorption type building gap grouting device is used for grouting of a building gap (1) and comprises a base frame (9) and a spray head connecting device (8) which is connected with the rear wall of the base frame (9) through a rotary supporting device (88), wherein the spray head connecting device (8) comprises a spray head rotation driving shell (89) provided with a sliding clamping cavity (80), and a spray head movement driving sliding block (6) is arranged in the sliding clamping cavity (80) in a sliding fit mode.
Description
Technical field
The present invention relates to building field, be specially a kind of shock-absorbing type building gap provisions for grouting.
Background technology
In building field, it usually needs be in the milk at the gap of building or gap, to strengthen the overall steadiness of building and to avoid the later stage of building to damage.But the shortest quantity of the length in these gaps is more, the walking mechanism being therefore unsuitable for Long travel carries out automatic filling.Can use wave reciprocating perfusion carry out short stroke gap perfusion.But, this has the following problems.Owing to the bearing of trend in gap is straight longitudinally, waving reciprocating is then circular shape, and this causes the perfusion distance (spacing between perfusion shower nozzle and gap) for gap to change.Perfusion start and at the end of perfusion distance relatively big and less in the centre position of perfusion perfusion distance.This causes difficulty to the operation of pouring quality and filling process.
Summary of the invention
It is an object of the invention to provide a kind of shock-absorbing type building gap provisions for grouting, be used for overcoming drawbacks described above of the prior art.
nullAccording to the present invention，A kind of shock-absorbing type building gap provisions for grouting，For being in the milk in building gap，Including pedestal and the nozzle connecting device that is connected with the rear wall of described pedestal by supporting device for sluing mechanisms，Wherein，Described nozzle connecting device includes the sprinkler rotation drive shell with the clamping cavity that slides，The described clamping cavity that slides is sliding combined with shower nozzle motion and drives slide block，The motion of described shower nozzle is provided with the fluid passage of fore-and-aft direction extension in order to connect with grouting Showerhead Fluid in driving slide block，The motion of described shower nozzle drives the upper side of slide block to be utilized the top pressing roller rotating the end being installed on the top pressure arm driving the downside of slide block in the motion of described shower nozzle and integrally protrude to be resisted against on the internal face in the curved profile portion at the lower wall being fixedly arranged on described pedestal by being located at the described top pressure spring slided in clamping cavity by compressing effect，The bottom of described sprinkler rotation drive shell is provided with gear wheel segment and drives described sprinkler rotation drive shell to rotate in order to drive motor-driven gear to engage with by rotating，Described rotating driving motor and described pedestal are fixed and are connected，Described rotating drives to embed between motor and described pedestal and is provided with L-shaped damping filler strip，Described damping filler strip increases, in order to reduce described rotating driving motor operationally produced shaking force, the stability that described rotating drives motor to run,The motion of described shower nozzle drive relative two lateral surfaces in left and right of slide block respectively with described about two slided in clamping cavity relative to medial surface coordinate thus driven by the rotation of described sprinkler rotation drive shell slidably，The front end of described fluid passage extends through the antetheca of described sprinkler rotation drive shell to be connected with grouting source，Wherein，The curve shape of the internal face in described curved profile portion is oval section，The curve shape of the outside wall surface relative with described internal face in described curved profile portion is circular segments，Thus，When described grouting shower nozzle is on the direction orthogonal with described building gap，Described curved profile portion with the contact position of described top pressing roller at the wall thickness that had less than two side positions of described contact position of the wall thickness that had.
Pass through such scheme, slide block is driven owing to have employed the shower nozzle motion that can slide in the lumen, about the regulation utilizing profile portion drives, can be formed at wall thickness thickening at the position (being two ends) that the ellipse of inner side is lifted up relative to the circular arc in outside, therefore, it is possible to perfusion beginning and at the end of by shower nozzle ejection forward, thus compensate formed due to arc swing start and at the end of shower nozzle irrigate apart from excessive problem, and in perfusion centre position, shower nozzle can be dropped back relatively, in order to make perfusion apart from relatively reduced.
Accompanying drawing explanation
Fig. 1 is the overall structure schematic diagram of the shock-absorbing type building gap provisions for grouting of the present invention；
Fig. 2 is the schematic cross-section at arrow locations of the device in Fig. 1.
Detailed description of the invention
Below in conjunction with Fig. 1-2, the present invention is described in detail.
nullA kind of according to an embodiment of the invention shock-absorbing type building gap provisions for grouting，For being in the milk in building gap 1，Including pedestal 9 and the nozzle connecting device 8 that is connected with the rear wall of described pedestal 9 by supporting device for sluing mechanisms 88，Wherein，Described nozzle connecting device 8 includes the sprinkler rotation drive shell 89 with the clamping cavity 80 that slides，The described clamping cavity 80 that slides is sliding combined with shower nozzle motion and drives slide block 6，The motion of described shower nozzle is provided with the fluid passage 60 of fore-and-aft direction extension in order to be in fluid communication with grouting shower nozzle 66 in driving slide block 6，The motion of described shower nozzle drives the upper side of slide block 6 to be utilized the top pressing roller 62 rotating the end being installed on the top pressure arm 61 driving the downside of slide block 6 in the motion of described shower nozzle and integrally protrude to be resisted against on the internal face 912 in the curved profile portion 91 at the lower wall being fixedly arranged on described pedestal 9 by being located at the described top pressure spring 83 slided in clamping cavity 80 by compressing effect，The bottom of described sprinkler rotation drive shell 89 is provided with gear wheel segment 81 and drives described sprinkler rotation drive shell 89 to rotate in order to engage with the gear 71 being driven motor 72 to drive by rotating，Described rotating driving motor 72 is fixing with described pedestal 9 to be connected，Described rotating drives to embed between motor 72 and described pedestal 9 and is provided with L-shaped damping filler strip 25，Described damping filler strip 25 increases, in order to reduce described rotating driving motor 72 operationally produced shaking force, the stability that described rotating drives motor 72 to run,The motion of described shower nozzle drive relative two lateral surfaces in left and right of slide block 6 respectively with described about two slided in clamping cavity 80 relative to medial surface coordinate thus driven by the rotation of described sprinkler rotation drive shell 89 slidably，The front end of described fluid passage 60 extends through the antetheca of described sprinkler rotation drive shell 89 to be connected with grouting source，Wherein，The curve shape of the internal face 912 in described curved profile portion 91 is oval section，The curve shape of the outside wall surface 911 relative with described internal face 912 in described curved profile portion 91 is circular segments，Thus，When described grouting shower nozzle 66 is on the direction orthogonal with described building gap 1，Described curved profile portion 91 with the contact position of described top pressing roller 62 at the wall thickness that had less than two side positions of described contact position of the wall thickness 100 that had.
Valuably or exemplary, wherein, when described grouting shower nozzle 66 is on vertical direction, described curved profile portion 91 has minimum wall thickness (MINI W.) with the contact position of described top pressing roller 62.
Valuably or exemplary, wherein, the curve shape of described internal face 912 is symmetrical with the axis of the vertical direction of minimum wall thickness (MINI W.) position.
Pass through such scheme, slide block is driven owing to have employed the shower nozzle motion that can slide in the lumen, about the regulation utilizing profile portion drives, two ends can be at the ellipse of inner side relative to the position that the circular arc in outside is lifted up and be formed at wall thickness thickening, therefore, it is possible to perfusion beginning and at the end of by shower nozzle ejection forward, thus compensate formed due to arc swing start and at the end of shower nozzle irrigate apart from excessive problem, and in perfusion centre position, shower nozzle can be dropped back relatively, in order to make perfusion apart from relatively reduced.Whole apparatus structure is simple and reliable, stable and easy to use, it is possible to effectively solves the problems referred to above of the prior art, improves pouring quality.
Those skilled in the art can be clear and definite, without departing from the overall spirit of the present invention and design when, can make the various modification for above example.Within it each falls within protection scope of the present invention.The protection scheme of the present invention is as the criterion with claims appended hereto.
Claims (3)
- null1. a shock-absorbing type building gap provisions for grouting，For building gap (1) is in the milk，It is characterized in that: include pedestal (9) and the nozzle connecting device (8) being connected by supporting device for sluing mechanisms (88) with the rear wall of described pedestal (9)，Wherein，Described nozzle connecting device (8) includes the sprinkler rotation drive shell (89) with clamping cavity (80) of sliding，Described clamping cavity (80) of sliding is sliding combined with shower nozzle motion and drives slide block (6)，The motion of described shower nozzle is provided with the fluid passage (60) of fore-and-aft direction extension in order to be in fluid communication with grouting shower nozzle (66) in driving slide block (6)，The motion of described shower nozzle drive the upper side of slide block (6) by be located at the described top pressure spring (83) slided in clamping cavity (80) and by compressing effect thus the top pressing roller (62) of the end utilizing rotation to be installed on the top pressure arm (61) driving the downside of slide block (6) in the motion of described shower nozzle and integrally protrude is resisted against on the internal face (912) in the curved profile portion (91) at the lower wall being fixedly arranged on described pedestal (9)，The bottom of described sprinkler rotation drive shell (89) is provided with gear wheel segment (81) and drives described sprinkler rotation drive shell (89) to rotate in order to engage with the gear (71) being driven motor (72) to drive by rotating，Described rotating driving motor (72) and described pedestal (9) are fixed and are connected，Described rotating drives to embed between motor (72) and described pedestal (9) and is provided with L-shaped damping filler strip (25)，Described damping filler strip (25) increases, in order to reduce described rotating driving motor (72) operationally produced shaking force, the stability that described rotating drives motor (72) to run,The motion of described shower nozzle drive relative two lateral surfaces in left and right of slide block (6) respectively with described about two slided in clamping cavity (80) relative to medial surface coordinate thus driven by the rotation of described sprinkler rotation drive shell (89) slidably，The front end of described fluid passage (60) extends through the antetheca of described sprinkler rotation drive shell (89) to be connected with grouting source，Wherein，The curve shape of the internal face (912) of described curved profile portion (91) is oval section，The curve shape of the outside wall surface (911) relative with described internal face (912) of described curved profile portion (91) is circular segments，Thus，When described grouting shower nozzle (66) is on the direction orthogonal with described building gap (1)，Described curved profile portion (91) with the contact position on described top pressing roller (62) at the wall thickness that had less than two side positions of described contact position of the wall thickness (100) that had.
- A kind of shock-absorbing type building gap the most according to claim 1 provisions for grouting, it is characterised in that: when described grouting shower nozzle (66) is on vertical direction, described curved profile portion (91) has minimum wall thickness (MINI W.) with the contact position on described top pressing roller (62).
- A kind of shock-absorbing type building gap the most according to claim 1 and 2 provisions for grouting, it is characterised in that: the curve shape of described internal face (912) is symmetrical with the axis of the vertical direction of minimum wall thickness (MINI W.) position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610309933.8A CN105926971B (en) | 2016-05-11 | 2016-05-11 | A kind of shock-absorbing type builds gap provisions for grouting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610309933.8A CN105926971B (en) | 2016-05-11 | 2016-05-11 | A kind of shock-absorbing type builds gap provisions for grouting |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105926971A true CN105926971A (en) | 2016-09-07 |
| CN105926971B CN105926971B (en) | 2017-11-17 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610309933.8A Active CN105926971B (en) | 2016-05-11 | 2016-05-11 | A kind of shock-absorbing type builds gap provisions for grouting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105926971B (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1987001153A1 (en) * | 1985-08-16 | 1987-02-26 | Jang, Jong, Geun | Device for reinforcing a concrete wall and the method thereof |
| EP0299121A1 (en) * | 1987-07-15 | 1989-01-18 | Toyohisa Yamazoe | Fluid injection apparatus |
| CN201747076U (en) * | 2010-06-25 | 2011-02-16 | 云南省建筑科学研究院 | Tool for filling planted bar glue |
| CN105421804A (en) * | 2015-11-03 | 2016-03-23 | 国家电网公司 | Electric grouting needle special for house maintenance |
-
2016
- 2016-05-11 CN CN201610309933.8A patent/CN105926971B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1987001153A1 (en) * | 1985-08-16 | 1987-02-26 | Jang, Jong, Geun | Device for reinforcing a concrete wall and the method thereof |
| EP0299121A1 (en) * | 1987-07-15 | 1989-01-18 | Toyohisa Yamazoe | Fluid injection apparatus |
| CN201747076U (en) * | 2010-06-25 | 2011-02-16 | 云南省建筑科学研究院 | Tool for filling planted bar glue |
| CN105421804A (en) * | 2015-11-03 | 2016-03-23 | 国家电网公司 | Electric grouting needle special for house maintenance |
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| Publication number | Publication date |
|---|---|
| CN105926971B (en) | 2017-11-17 |
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Inventor after: Wang Huimiao Inventor before: Kong Jiafu |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20171019 Address after: 311814 Seven Mile Village, Zhuji Town, Shaoxing City, Zhejiang Applicant after: Wang Huimiao Address before: 317607, Taizhou, Zhejiang Province, Yuhuan County City, 60 Jiang Zhen Village, South Village Applicant before: Kong Jiafu |
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Effective date of registration: 20181016 Address after: 313000 No. 555, Ah Xiang Road, Zhili Town, Huzhou, Zhejiang Patentee after: HUIDA MACHINERY MANUFACTURING (HUZHOU) CO.,LTD. Address before: 311814 seven Li village, Dian Kou Town, Zhuji City, Shaoxing, Zhejiang Patentee before: Wang Huimiao |
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Effective date of registration: 20201221 Address after: 224600 Chenjiagang Coastal Economic Development Zone, Xiangshui County, Yancheng City, Jiangsu Province Patentee after: Xiangshui Fuxing Concrete Co.,Ltd. Address before: Room 407-151, block B, software building, No.9 Xinghuo Road, Jiangbei new district, Nanjing, Jiangsu Province 210000 Patentee before: Nanjing Kehuan Mingde Information Technology Co.,Ltd. Effective date of registration: 20201221 Address after: Room 407-151, block B, software building, No.9 Xinghuo Road, Jiangbei new district, Nanjing, Jiangsu Province 210000 Patentee after: Nanjing Kehuan Mingde Information Technology Co.,Ltd. Address before: 313000 No. 555, Ah Xiang Road, Zhili Town, Huzhou, Zhejiang Patentee before: HUIDA MACHINERY MANUFACTURING (HUZHOU) Co.,Ltd. |
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Effective date of registration: 20230710 Address after: 224500 North Zone of Binhai County Economic Development Zone, Yancheng City, Jiangsu Province (north of Oubei Road) Patentee after: Jiangsu longshuanghang Aluminum Technology Co.,Ltd. Address before: 224600 Chenjiagang Coastal Economic Development Zone, Xiangshui County, Yancheng City, Jiangsu Province Patentee before: Xiangshui Fuxing Concrete Co.,Ltd. |